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Landslopc > 1 `�t slope <br /> �;. MOUND SLOPL AVID f tl & LENG I 1l <br /> (landslope greater than 1%) -r,.. <br /> 1. Downslope absorption width = absorption width fl= " <br /> l / Oo �n�G OO. <br /> h.,�cr lr5 tl� <br /> minus rock layer width (I)2) - <br /> o�U ft - /O ft = /O ft -•-•- <br /> Ne�tru tui);I.iyrr <br /> ll(r�l.rpr Width(G2d) Rcri k W,d th(D2) Lhr.+irahrtr W,dth(C2r) <br /> fl11 <br /> Calculate mound size <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of Ahv,ryhon W.d t h_S,r,d(r) <br /> rock layer = 3 ft minus the distance to restricting laver (C1) <br /> 3 ft - S ft = 1-5 ft <br /> i�. Mound height at the upslope edge of rock D-s4: SLOPE MULTIPLIER TABLE <br /> !dyer = depth of clean sand for separation (G2a) Land UPSLOPE DOWNSLOPE <br /> sloppe multipliers for various multipliers for various <br /> at upslope edge plus depth of rock layer (1 ft) mor slope ratios slope ratios <br /> )IUs depth of cover (1 ft) 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7:1 <br /> .5 ft + Ift + 1ft - ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 <br /> - r ] 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7.53 <br /> Upslope berm multiplier based on land slope <br /> 3.33 (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> 3 <br /> A. Upslope width = berm multiplier (G2c) times 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br /> 4 2.68 3.45 4.77 4.89 5.46 6.06 3.41 4.76 6.25 7.89 9.72 <br /> J slope mound height (G2b): 5 2.61 3.3 4.00 4.62 5.19 5.71 3.53 S W� 6.67 8.57 10.77 <br /> 3,5 X 3.3.3 ft = /J_ ft 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07 <br /> DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 <br /> Drop in elevation = rock layer width (D2) times 8 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11,54 15.91 <br /> (.percent landsloope (C5) - 100 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.D4 18.92 <br /> /d ft X J % - 100 _ S/ ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br /> Downslope mound height = depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.19 17.11 17.65 30.4: <br /> ;and for slope difference (G2e) at downslope 12 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 <br /> rock edge plus the mound height at the <br /> upslope edge of rock layer (G2b) <br /> S ft + S ft = y ft <br /> . Downslope berm multiplier based on percent land slop <br /> (see figure D-34) <br /> 'i. Downslope width = downslope multiplier Upslope Width(G2d) <br /> ,G2g) times downslope mound height (G20 <br /> Rock Bed Upslope Width(G2d) <br /> _�_ )( vo ft = a of _ft m Upslope Width(G2d) %Vidth(D2) ft <br /> Select the greater of G1 and G2h as the ft Length(03) <br /> lownslope width: 90ft Downslope Wid th(G2i) ft <br /> Total mound width is the sum of upslope absorption Width(F)� <br /> .vidth (G2d) width plus rock layer width <br /> D2) plus downslope width (G2i) Total Length(G2k)____ -h <br /> i�4 ft + f0 ft + acft = `� ft <br /> Total mound length is the sum of upslope width (G2d) <br /> Aus rock layer length (D3) plus upslope width (G2d) <br /> �a ft + _ ft + eft = :_ feet <br /> Final Dimensions: <br /> yat x <br /> I hereby certify that 1 have completed this work in accordance with applicable ordinances, rules and laws. <br /> y <br /> ---,--(signature) <br />